CN101961885B - Ribbed precast component template for buildings - Google Patents
Ribbed precast component template for buildings Download PDFInfo
- Publication number
- CN101961885B CN101961885B CN2010101696572A CN201010169657A CN101961885B CN 101961885 B CN101961885 B CN 101961885B CN 2010101696572 A CN2010101696572 A CN 2010101696572A CN 201010169657 A CN201010169657 A CN 201010169657A CN 101961885 B CN101961885 B CN 101961885B
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- module
- ribbing
- precast
- rib
- building
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- 239000011178 precast concrete Substances 0.000 claims description 52
- 239000000463 material Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 4
- 239000004567 concrete Substances 0.000 description 15
- 238000005266 casting Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 210000001503 joint Anatomy 0.000 description 3
- 238000004064 recycling Methods 0.000 description 3
- 229910000838 Al alloy Inorganic materials 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
The invention discloses a ribbed precast component template for buildings, comprising modules (1) and end blocks (2). The template is characterized in that the template is formed by assembling more than two modules (1) which are connected by connectors (10). The end blocks (2) are formed by a rib vertical baffle (12), a rib horizontal baffle (13), a bottom baffle (14), an adjusting plate (5), and an adjusting hole (16), wherein the adjusting hole is arranged on the adjusting plate. When the template is assembled, the modules (1) are butted and are connected by such fasteners as bolts (3), latches or screw threads, and the end blocks (2) are connected with the modules (1) to form the integral ribbed precast component template. The template has high rigidity and bearing capacity, long service life and simple construction procedures, and the modules (1) can be mechanically produced, thus being convenient for controlling the construction quality.
Description
Technical field:
The present invention relates to the realm of building construction, specifically refer to a kind of precast-concrete form with ribbing for building.
Background technology:
Floor spiced precast member for reinforcing bar concrete is used Ribbed Bar concrete prefabricated structural board (03227765.2) usually; Both sides have hole under this Ribbed Bar concrete prefabricated element longitudinal rib; When floor spiced, reinforcing bar is passed the hole of both sides under the prefabricated components longitudinal rib, connect the polylith reinforced concrete prefabricated structural board; Make the crisscross layout of reinforcing bar; In the groove that prefabricated components form, load concrete, forms floor spiced, this floor have cost low, make advantage easy, good integrity.But the making of this precast member board with ribbing is very loaded down with trivial details; Mainly be to adorn side form in the longitudinal rib both sides because both sides have building of hole longitudinal rib; The both sides hole also need be adorned mould, puts base plate reinforcing bar, longitudinal rib reinforcing bar, casting concrete then, and the module form removal in complex procedures and aperture is difficult; Increased engineering time and difficulty of construction, efficiency of construction is low.Therefore, it has also proposed new demand to mould plate technique, must adopt advanced mould plate technique, could satisfy the requirement of the construction making of this precast member board with ribbing.
Summary of the invention:
The object of the present invention is to provide a kind of precast-concrete form with ribbing for building, this precast-concrete form with ribbing for building has the bearing capacity height, and construction is simple fast, and form removal is simple, the characteristics that recycling rate of waterused is high.
The present invention seeks to realize like this; A kind of precast-concrete form with ribbing for building; This precast-concrete form with ribbing for building comprises module, end sprue; The invention is characterized in the end sprue by the vertical baffle plate of rib, rib horizontal baffle, bottom baffle, accent long slab, transfer slotted hole to form, wherein transfer slotted hole to be arranged on the accent long slab.When assembly unit precast-concrete form with ribbing, the end sprue is placed on module ends, because the rib horizontal baffle is concordant with the base plate of module, then in the distance of rib horizontal baffle, form the end rib breach.
Characteristic of the present invention is that also precast-concrete form with ribbing for building is assembled by the module more than two, connects through connector between the module.Described precast-concrete form with ribbing for building is made up of a plurality of modules, and module is made up of base plate, side plate and vertical rib, and form removal bolt hole or connecting bolt hole are arranged on base plate, side plate or the vertical rib, and the hole of perforation is arranged on the vertical rib.Building block is during with precast-concrete form with ribbing; The module butt joint is put; Connect a plurality of modules with securing members such as bolt or latch or screw threads through connector, the end sprue is connected with module, the form removal bolt is screwed in base plate, side plate or the vertical rib of module; The end of form removal bolt and the base plate of module, side plate or vertical rib inwall form whole precast-concrete form with ribbing at grade.
Characteristic of the present invention also is on base plate, side plate or the vertical rib of module form removal bolt hole is arranged.When assembly unit precast-concrete form with ribbing; Form removal bolt hole on the module can be used for installing the form removal bolt; The form removal bolt is screwed in base plate, side plate or the vertical rib of module; The end of form removal bolt and the base plate of module, side plate or vertical rib inwall at grade, during casting concrete, concrete can not flow out from form removal bolt hole.During form removal, turn bolt, under the effect of bolt force, template can be separated with concrete prefabricated components with ribbing easily, the whole precast-concrete form with ribbing of convenient dismounting.
Characteristic of the present invention also is on base plate, side plate or the vertical rib of module the connecting bolt hole is arranged.When assembly unit precast-concrete form with ribbing; Two adjacent blocks can connect two adjacent blocks through connector; Securing members such as bolt or latch or screw thread are passed the connecting bolt hole on base plate, side plate or the vertical rib of connector and module; Connect two adjacent blocks, this connected mode connects simple fast.
The hole that connects about characteristic of the present invention also is to have on the vertical rib of module.When assembly unit integral body precast-concrete form with ribbing, insert filling block in the perforation hole on vertical rib, during casting concrete, concrete can not flow out from hole; When building prefabricated components with ribbing, the hole on the vertical rib of prefabricated components can form easily.
Characteristic of the present invention is that also the form of the hole on the vertical rib has rectangle, arc, half elliptic.Hole form on the vertical rib can be selected according to actual user demand flexibly, is convenient to produce with actual use.
Characteristic of the present invention is that also the base plate of module and horizontal plane have an angle, and side plate, vertical rib and vertical guide have an angle, α >=5 °.Because the existence of angle, when form removal, under the effect of bolt force, template and prefabricated components with ribbing are easy separation more, the whole precast-concrete form with ribbing of convenient dismounting.
Characteristic of the present invention is that also the vertical rib of module is single rib or many ribs.Many ribs can improve the strength and stiffness of prefabricated board, and the making of being convenient to the large span prefabricated board is used.
Characteristic of the present invention also is to connect with connector between the module, and connector has the form of bayonet socket, lath.When assembly unit precast-concrete form with ribbing, two modules can connect two adjacent blocks through connector, bolt or latch or screw thread are passed connector be connected two adjacent blocks with the connecting bolt hole.The form of connector can be selected as required flexibly, and this connected mode is simple fast.
Characteristic of the present invention is that also module, end sprue, connector adopt hard material to be made.Module, end sprue, the connector made by hard materials such as steel, aluminium alloys, when being assembled into whole precast-concrete form with ribbing, rigidity is big, and bearing capacity is high, and recycling rate of waterused is high.
Description of drawings:
Fig. 1 is the Facad structure sketch map of end sprue 2, and 12 is the vertical baffle plate of rib, and 13 is the rib horizontal baffle, and 14 is bottom baffle, and 15 for transferring long slab, and 16 for transferring slotted hole.
The structure sketch map of Fig. 2 end sprue 2.
Fig. 3 is the vertical view of Fig. 1.
Fig. 4 is the left view of Fig. 1.
Fig. 5 is end sprue 2 another embodiment.
Fig. 6 is the structure sketch map of Fig. 5.
Fig. 7 is the structural representation of module 1, and 4 is base plate, and 5 is side plate, and 6 are vertical rib, and 7 are form removal bolt hole, and 8 is the connecting bolt hole.
Fig. 8 is module 1 another embodiment, and 9 are the hole on the vertical rib 6.
Fig. 9 is module 1 another embodiment.
Figure 10 is module 1 another embodiment.
Figure 11 is module 1 another embodiment, and base plate 4 has an angle with horizontal plane, and side plate 5, vertical rib 6 have an angle with vertical guide, α >=5 °.
Figure 12 is module 1 another embodiment, and 9 are the hole on the vertical rib 6.
Figure 13 is module 1 another embodiment.
Figure 14 is module 1 another embodiment.
Figure 15 is two rib module 1 structural representations.
Figure 16 is two rib module 1 another embodiment, and 9 are the hole on the vertical rib 6.
Figure 17 is two rib module 1 another embodiment.
Figure 18 is two rib module 1 another embodiment, and base plate 4 has an angle with horizontal plane, and side plate 5, vertical rib 6 have an angle with vertical guide, α >=5 °.
Figure 19 is two rib module 1 another embodiment.
Figure 20 is two rib module 1 another embodiment.
Figure 21 is the structural representation of connector 10, and 17 is the bolt hole on the connector 10.
Figure 22 is connector 10 another embodiment, and 18 is the bayonet socket on the connector 10.
Figure 23 is single rib precast-concrete form structural representation for building.11 is filling block.
Figure 24 is a for building pair of rib precast-concrete form structural representation.
The specific embodiment:
The present invention is shown in accompanying drawing; The present invention is shown in accompanying drawing; A kind of precast-concrete form with ribbing for building; This precast-concrete form with ribbing for building comprises module 1, end stone 2, the invention is characterized in end sprue 2 by the vertical baffle plate of rib 12, rib horizontal baffle 13, bottom baffle 14, transfer long slab 15, transfer slotted hole 16 to form, wherein transfer slotted hole to be arranged on the accent long slab.When assembly unit precast-concrete form with ribbing, end sprue 2 is placed on module 1 end, because rib horizontal baffle 13 is concordant with the base plate 4 of module 1, then in the distance of rib horizontal baffle 13, form the end rib breach.
Fig. 1, shown in Figure 2,12 is the vertical baffle plate of rib, and 13 is the rib horizontal baffle, and 14 is bottom baffle, and 15 for transferring long slab, and 16 for transferring slotted hole.
Shown in Figure 3, be the vertical view of Fig. 1.
Shown in Figure 4, be the left view of Fig. 1.
Fig. 5, shown in Figure 6, there are two vertical baffle plates 12 of rib and rib horizontal baffle 13 in the left and right sides.
Characteristic of the present invention is that also precast-concrete form with ribbing for building is assembled by the module more than two 1; Connect through connector 10 between the module between the module 1; Described precast-concrete form with ribbing for building is made up of a plurality of modules 1; Module 1 is made up of base plate 4, side plate 5 and vertical rib 6, and form removal bolt hole 7 or connecting bolt hole 8 are arranged on base plate 4, side plate 5 or the vertical rib 6, and the hole 9 of perforation is arranged on the vertical rib 6.Building block is during with precast-concrete form with ribbing; Module 1 butt joint is put, connect a plurality of modules 1 with bolt 3 or securing members such as latch or screw thread through connector 10, end sprue 2 is connected with module 1; Insert filling block 11 in the perforation hole 9 on vertical rib 6; Form removal bolt 3 is screwed in base plate 4, side plate 5 or the vertical rib 6 of module 1, the base plate 4 of the end of form removal bolt 3 and module 1, side plate 5 or vertical rib 6 inwalls form whole precast-concrete form with ribbing at grade.
Fig. 7 is module 1 structural representation, and 4 is base plate, and 5 is side plate, and 6 are vertical rib, and 7 are form removal bolt hole, and 8 is the connecting bolt hole.In other accompanying drawings, to number identically, its explanation is identical.
Characteristic of the present invention also is on base plate 4, side plate 5 or the vertical rib of module 1 form removal bolt hole 7 is arranged.When assembly unit precast-concrete form with ribbing; Form removal bolt hole 7 on the module 1 can be used for installing form removal bolt 3; Form removal bolt 3 is screwed in base plate 4, side plate 5 or the vertical rib 6 of module 1; The base plate 4 of the end of form removal bolt 3 and module 1, side plate 5 or vertical rib 6 inwalls at grade, during casting concrete, concrete can not flow out from form removal bolt hole 7.During form removal, turn bolt, under the effect of bolt force, template can be separated with concrete prefabricated components with ribbing easily, the whole precast-concrete form with ribbing of convenient dismounting.
Characteristic of the present invention also is on base plate 4, side plate 5 or the vertical rib 6 of module 1 connecting bolt hole 8 is arranged.When assembly unit precast-concrete form with ribbing; Two adjacent blocks can connect two adjacent blocks 1 through connector 10; Bolt 3 or securing members such as latch or screw thread are passed the connecting bolt hole 8 on connector 10 and module base plate 4, side plate 5 or the vertical rib 6; Connect two adjacent blocks, this connected mode is simple fast.
The hole 9 that connects about characteristic of the present invention also is to have on the vertical rib 6 of module 1.When assembly unit integral body precast-concrete form with ribbing, insert filling blocks 11 in the hole 9 of the perforation on the vertical rib 6, during casting concrete, concrete can not flow out from hole 9; When building prefabricated components with ribbing, the hole on the vertical rib of prefabricated components can form easily.
Characteristic of the present invention is that also the form of the hole 9 on the vertical rib 6 has rectangle, arc, half elliptic.Hole form on the vertical rib can be selected according to actual user demand flexibly, is convenient to produce with actual use.
Fig. 8, Fig. 9, shown in Figure 10 have form removal bolt hole 7 on the base plate 4, on side plate 5 and the vertical rib 6 connecting bolt hole 8 is arranged, and the hole 9 of perforation is arranged on the vertical rib 6.
Characteristic of the present invention is that also the base plate 4 of module 1 and horizontal plane have an angle, and side plate 5, vertical rib 6 have an angle with vertical guide, α >=5 °.Because the existence of angle, under the effect of bolt force, template and prefabricated components with ribbing easy separation more during form removal, the whole precast-concrete form with ribbing of convenient dismounting.
Figure 11, Figure 12, Figure 13, shown in Figure 14, base plate 4 has an angle with horizontal plane, and side plate 5, vertical rib 6 have an angle with vertical guide, α >=5 °.
Characteristic of the present invention is that also the vertical rib 6 of module 1 is single rib or many ribs.Many ribs can improve the strength and stiffness of prefabricated board, and the making of being convenient to the large span prefabricated board is used.
Figure 15-shown in Figure 20 has two vertical ribs 6 on the module 1.
Characteristic of the present invention also is to connect with connector 10 between the module 1, and connector 10 has the form of bayonet socket, lath.When assembly unit precast-concrete form with ribbing, two modules 1 can connect two adjacent blocks 1 through connector 10, bolt 3 or latch or screw thread are passed connector 10 be connected two adjacent blocks 1 with connecting bolt hole 8.The form of connector 10 can be selected connector as required flexibly, and connected mode is simple fast.
Shown in Figure 21,17 is the bolt hole on the connector 10.
Shown in Figure 22,18 is the bayonet socket on the connector 10.
Characteristic of the present invention is that also module 1, end sprue 2, connector 10 adopt hard material to be made.Module 1, end sprue 2, the connector 10 made by hard materials such as steel, aluminium alloys, when being assembled into whole precast-concrete form with ribbing, rigidity is big, and bearing capacity is high, and recycling rate of waterused is high.
The objective of the invention is to realize like this, a kind of precast-concrete form with ribbing for building, this precast-concrete form with ribbing for building comprises module 1, end sprue 2.Building block is during with precast-concrete form with ribbing; Module 1 butt joint is put; Connect a plurality of modules 1 with bolt 3 or securing members such as latch or screw thread through connector 10, end sprue 2 is connected with module 1, form removal bolt 3 is screwed in base plate 4, side plate 5 or the vertical rib 6 of module 1; The base plate 4 of the end of form removal bolt 3 and module 1, side plate 5 or vertical rib 6 inwalls form whole precast-concrete form with ribbing at grade.
Figure 23 is single rib precast-concrete form structural representation for building.11 is filling block.
Figure 24 is a for building pair of rib precast-concrete form structural representation.
Claims (10)
1. precast-concrete form with ribbing for building; This precast-concrete form with ribbing for building comprises module (1), end sprue (2); Module (1) is made up of base plate (4), side plate (5) and vertical rib (6); It is characterized in that: end sprue (2) is made up of the vertical baffle plate of rib (12), rib horizontal baffle (13), bottom baffle (14), accent long slab (15), accent slotted hole (16), wherein transfers slotted hole to be arranged on and transfers on the long slab.
2. precast-concrete form with ribbing for building according to claim 1 is characterized in that: precast-concrete form with ribbing for building is assembled by the module more than two (1), connects through connector (10) between the module (1).
3. precast-concrete form with ribbing for building according to claim 1 is characterized in that: on the base plate (4) of module (1), side plate (5) or the vertical rib (6) form removal bolt hole (7) is arranged.
4. precast-concrete form with ribbing for building according to claim 1 is characterized in that: on the base plate (4) of module (1), side plate (5) or the vertical rib (6) connecting bolt hole (8) is arranged.
5. precast-concrete form with ribbing for building according to claim 1 is characterized in that: the hole (9) that connects about having on the vertical rib (6) of module (1).
6. according to claim 1 or 5 described precast-concrete forms with ribbing for building, it is characterized in that: the form of the hole (9) on the vertical rib (6) has rectangle, arc, half elliptic.
7. precast-concrete form with ribbing for building according to claim 1 is characterized in that: the base plate (4) of module (1) and horizontal plane have an angle, and side plate (5), vertical rib (6) have an angle with vertical guide, α >=5 °.
8. precast-concrete form with ribbing for building according to claim 1 is characterized in that: the vertical rib (6) of module (1) is single rib or many ribs.
9. precast-concrete form with ribbing for building according to claim 1 is characterized in that: connect with connector (10) between the module (1), connector (10) has the form of bayonet socket, lath.
10. according to claim 2 or 9 described precast-concrete forms with ribbing for building, it is characterized in that: module (1), end sprue (2), connector (10) adopt hard material to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101696572A CN101961885B (en) | 2010-05-12 | 2010-05-12 | Ribbed precast component template for buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101696572A CN101961885B (en) | 2010-05-12 | 2010-05-12 | Ribbed precast component template for buildings |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101961885A CN101961885A (en) | 2011-02-02 |
| CN101961885B true CN101961885B (en) | 2012-08-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010101696572A Expired - Fee Related CN101961885B (en) | 2010-05-12 | 2010-05-12 | Ribbed precast component template for buildings |
Country Status (1)
| Country | Link |
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| CN (1) | CN101961885B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109113327A (en) * | 2018-09-30 | 2019-01-01 | 重庆瑞鑫科五金制品有限公司 | A kind of telescopic U plate with riblet |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0331739A (en) * | 1989-06-29 | 1991-02-12 | Aichi Steel Works Ltd | Chemical analysis of metallic material |
| JP3122291B2 (en) * | 1993-10-13 | 2001-01-09 | 帝人メトン株式会社 | Crosslinked polymer concrete formwork |
| CN2477746Y (en) * | 2001-02-25 | 2002-02-20 | 魏新民 | Steel framework having veriable length |
| CN101327614A (en) * | 2007-06-22 | 2008-12-24 | 邱则有 | Method for manufacturing pre-fabricated reinforced concrete plate with rib |
| CN101327620A (en) * | 2007-06-22 | 2008-12-24 | 邱则有 | Method for manufacturing reverse T shaped plate |
| CN101481935B (en) * | 2009-01-20 | 2011-02-16 | 常州天普马鞍板有限公司 | Prestressed reinforcement concrete double T plate, tire shuttering thereof and production method |
-
2010
- 2010-05-12 CN CN2010101696572A patent/CN101961885B/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109113327A (en) * | 2018-09-30 | 2019-01-01 | 重庆瑞鑫科五金制品有限公司 | A kind of telescopic U plate with riblet |
| CN109113327B (en) * | 2018-09-30 | 2020-11-13 | 重庆瑞鑫科五金制品有限公司 | Telescopic U-shaped plate with small ribs |
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| Publication number | Publication date |
|---|---|
| CN101961885A (en) | 2011-02-02 |
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Effective date of registration: 20221026 Address after: Xiangjiang Century City, Kaifu District, Changsha City, Hunan Province 410008 Patentee after: Wu Chong Address before: 410082 Hunan province Changsha Lushan Road Structure Engineering Research Institute Hunan University Patentee before: Wu Fangbo |
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Granted publication date: 20120822 |